Part-I
1. Statical Indeterminacy
2. Degree of Freedom
3. Solution of Equations
4. Sign Convention
5. Energy Method for Establishing Stiffness Matrices
6. Equivalent Joint Loads
7. Computation of Reactions
Part-II
1. Basic Concepts of Matrix Analysis of Structures
2. Deflections of Determinate Structures
3. Stactically Indeterminate System
4. Stresses Due to Lack of Fit and Temperature Effects
5. Displacement Method of Analysis
5A. Direct Stiffness Method
6. Frames with Sloping Members
7. Grid Anlaysis
8. Stiffness Matrix Through Potential Energy
9. Unstable Elements
10. Conventional Rayleigh-Ritz Method (CRRM-1908)
11. Improved Rayleigh-Ritz Method (IRRM-1994)
12. Additional Information on Rayleigh-Ritz Method
13. Central Deflection of Simply Supported Beams
14. Central Deflection of Fixed Beams
15. Special Problems
Part-III
1. Introduction
2. The Eular Columns
3. Simple stability Problems
4. Generation of Shape Functions
5. Double Integration Method
6. Single Integration Method (1997)
7. Centre of Gravity Method
8. Method of Weighted Moment of Inertia
9. Method ofSuceesive Approximation
10. Timoshenko's Energy Method
11. The Galerkin Method
12. Finite Difference Method
13. ImperfectApproach
14. Empircial formulae for column Design
15. Effect of Shearing Force on the Critical Load
16. Beam-Columns
17. Stability Functions
18. Single Joint Method (SJM)
19. Energy Method of Finding Critical Loads of Frames
20. Buckling of thin Plates
21. Post Bukling of Plates
22. Torsional Bukling
23. Real Work and Principle of Virtual Displacement
24. Critical loads of plates using the Energy Method (1997)
25. Improved Energy Method for Finding the Critical Load of Nonsway Frames Hinged at the Bottom
26. Buckling of Thin Rings
27. Applications of Potential Energy Concepts Columns (1998)
28. Stodola's Method
Appendices
References